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Abutment- See bent cap details for reinf rcement �. 6 �- Stop tronsverse slab reinf. when <br />� Bent skew is 200 <br />or less. <br />2 c/ !"4 /8 <br />111 � • • a / • \ • � a • <br />.0` � 5�/�2 <br />4 bar chairs @ 3 ± transversl2 <br />y f cl. <br />distribution steel , <br />I and 4%' longitudinally <br />x <br />r <br />LONG/ TU©INAL SECTION <br />BAR SPL ICE L ENCTH <br />Bar Siae #4 #5 *6 7 8 `9 */0 <br />A/l bars I except top bars 2328" �434" 39" 45 68 7 „ y <br />in spans- over 26 _ 6 85 <br />Top bars in spans over 26 23" 28 34" 530 :60" ?7" 97_" /20" <br />REINFORCEMENT NOTES <br />Splices in top main bars to be located near center of span . <br />,Splices in bottom main bars to be locoted near bent. <br />Spacing of a// transverse bars is measured along �E roadway. <br />Skew 0,0 to 20 ° Place a// transverse bars parallel to* bent. <br />Skew over 200 Place transverse slob bars perpendicular to <br />bridge. See details at right and below. <br />(_'nn rAinfnrrAmani <br />,4/"E n <br />l �- <br />4'" <br />2 /2,. .� <br />bar <br />BAR CHAIR DETA/L <br />*4 (d /R <br />Main slab <br />reinforcement <br />Cop stirrups \ <br />Place parallel to <br />main slob reinf. — <br />Note: View for main span over 24 <br />Bar placement similar for spans under 24 <br />TOP SLAB REINFORCEMENT AT BENT <br />(Skew o ver 20 °) <br />_ <br />#5(51 I2 <br />distribution reinforcement <br />Cap relnfoecernent <br />Cap stirrups <br />Place parallel to <br />�- main slab reinf. <br />Main slob \ <br />` reinforcemen t <br />FLUSH CAP <br />b <br />8 <br />BOTTOM SLAB REINFORCEMENT AT BENT <br />rc (Skew over 200 <br />) <br />PROJECT ENGINEER DATE CHECKED BY DATE S,,AJBMITTED BY DATE APPROVAL RECSOMMENDED BY DATE I� <br />� k _ <br />�: ,�'�• �; �,�.� "`� � � � � � r, .� � ' �I. ` go � . ��-�:I� � � � !/a o COUNTY OF S A N J O A Q U I N PLAN SCALE <br />R <br />FIEF NAME ORA F ISHEET NO <br />Curb and roiling not shown <br />6 // 6N 61/ 61/ <br />4 ..� _ 2//c/. <br />- 11� <br />Tronsverse <br />slab reinf. ` <br />. �• . • * l0 Cont. 7'Oto/ 4 . <br />Moira slab reinf. <br />31411drIP groove <br />EDGE OF SLAB DETAIL <br />1 <br />9 <br />t� <br />AS BUILT <br />r <br />CORRECTIONS BY <br />Iti0 C: i A N G E S <br />DATE 12- <br />I <br />BRIDGE DEPARTMENT STATE OF CALIFORNIA <br />DESIGN SECTION 10/ 70 BUSINESS AND TRANSPORTATION AGENCY �. <br />DEPARTMENT OF PUBLIC WORKS # <br />DIVISION OF HIGHWAYS <br />S#c1lO^ DATE OC- REVI.PON tr <br />Su pKvisa <br />- - MAY /97/ <br />DESIGN it FEB. /973" <br />�w <br />MAR. l971a <br />DETAILS 4 <br />C SLAB REINFORCEMENT DETAILS - <br />QUANTITIES IF <br />C1mcimd �- <br />PROJECT TOTAL <br />BLOSSOM R SNOTSHEETS <br />DRAWING NO. BRIDGE N09 1518 <br />STATE NO. 29C-116 <br />C <br />